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Strip Seal Expansion Joint

2 pages · 7 crops · ×6 · deck

Matched toStrip Seal Expansion Jointbridge.superstructure.expansion_joint_system.strip_sealon “Strip Seal”

3 read off the drawings · 1 not established
The class asks forValueHowFrom
Joint LengthL_jointwants m/mmnot establishedThe plans identify two linear expansion-joint locations and state a 16550 bridge/deck width, but do not dimension the expansion-joint line itself. The 16550 dimension is assigned to the bridge/deck, not the joint; furthermore, the joint is at a 30° skew, so its seal length cannot be taken as the bridge width without an explicitly established dimensional relationship.not found
Movement RangeMOVwants mm80(SQ.) / 92(SK) mmThe expansion joint is directly labelled EXP.GAP 80(SQ.) and 92(SK). General Note 1 states that all dimensions are in millimeters unless otherwise specified. The drawing calls these values expansion gaps rather than explicitly calling them a movement range.readcheckp2 · p02_r05p2 · p02_r01 elevation of bridge superstructurep2 · p02_r05 section a ap2 · p02_r03
Instance CountNwants count2 countThe deck-level plan records two expansion joints at the two outer ends, and the elevation likewise identifies two expansion joints located at the two abutment ends.readp1 · p01_r02 half plan showing deck level half plan showing foundation levelp2 · p02_r01 elevation of bridge superstructure
Material TypeMATstrip seal type expansion joint -General Note 8 directly specifies that a strip seal type of expansion joint shall be provided as per MORTH specification.readp2 · p02_r03p2 · p02_r03 notes of general notes

Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.

How the sheets named it

Expansion jointexpansion jointstrip seal type expansion jointStrip seal type expansion jointA1

Every dimension read for it32

  • 80000Right-of-way widthnot attributedp1 · p01_r02
  • 40000Right-of-way widthnot attributedp1 · p01_r02
  • 2900Median widthnot attributedp1 · p01_r02
  • 1275Median-side offsetnot attributedp1 · p01_r02
  • 80000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 40000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 40000right-of-waynot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 37761(SQ) 43603(SK)overall intermediate lengthnot attributedp1 · p01_r02 half plan showing deck level half plan showing foundation level
  • 80(SQ.)EXP.GAPp2 · p02_r05
  • 92(SK)EXP.GAPp2 · p02_r05
  • 40000(SQ) 46188(SK)span dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 46000(SK) 46188(SK)span dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 37761(SQ) 43602(SK)bridge dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 37761(SQ) 43602(SK)bridge dimensionnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 80(SQ.) 92(SK)EXP.GAPp2 · p02_r01 elevation of bridge superstructure
  • 1070(SQ) 1236(SK)dimensionp2 · p02_r01 elevation of bridge superstructure
  • 1200 mmHFLnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 506.000 mLWLnot attributedp2 · p02_r01 elevation of bridge superstructure
  • 750pile cap end dimensionp2 · p02_r01 elevation of bridge superstructure
  • 3600pile spacingp2 · p02_r01 elevation of bridge superstructure
  • 3600pile spacingp2 · p02_r01 elevation of bridge superstructure
  • 3600pile spacingp2 · p02_r01 elevation of bridge superstructure
  • 12300pile cap overall dimensionp2 · p02_r01 elevation of bridge superstructure
  • 750pile cap end dimensionp2 · p02_r01 elevation of bridge superstructure
  • 64+360.197chainage LHSp2 · p02_r01 elevation of bridge superstructure
  • 64+371.487chainage RHSp2 · p02_r01 elevation of bridge superstructure
  • 518.281 mFRL main carriageway LHSp2 · p02_r01 elevation of bridge superstructure
  • 518.465 mFRL main carriageway RHSp2 · p02_r01 elevation of bridge superstructure
  • 509.560 mground level main carriageway LHSp2 · p02_r01 elevation of bridge superstructure
  • 509.155 mground level main carriageway RHSp2 · p02_r01 elevation of bridge superstructure
  • 80EXP.GAP (SQ.)p2 · p02_r05 section a a
  • 92EXP.GAP (SK)p2 · p02_r05 section a a

Notes on the sheets that carry it

  • p2POT-PTFE BEARING (TYP.)
  • p2RCC SEISMIC STOPPER
  • p2STONE PITCHING
  • p2INDEPENDENT RETAINING WALL
  • p2600 THK. FILTER MEDIA
  • p21200 DIA BORED CAST-IN-SITU PILES
  • p21. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.
  • p22. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.
  • p23. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.
  • p24. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.
  • p25. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-
  • p2PSC PRECAST GIRDER -----------M50
  • p2R.C.C. CAST IN SITU DECK SLAB ----M45
  • p2R.C.C. END CROSS GIRDER ----- --M45
  • p2R.C.C. INTERMEDIATE CROSS GIRDER --M45
  • p2BEARING PEDESTAL --------------M50
  • p2CRASH BARRIER ----------------M40
  • p2APPROACH SLAB ----------------M30
  • p2LEVELLING COURSE -------------M15
  • p2DIRT WALL & SLAB -------------M35
  • p2ABUTMENT & PIER --------------M45
  • p2PILE FOUNDATION --------------M35
  • p26. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:
  • p2FOUNDATION........................................75mm
  • p2SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm
  • p2PIER & PIER CAP........................45mm
  • p2SUPERSTRUCTURE......................................45mm
  • p27. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.
  • p28. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.
  • p29. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.
  • p210. FRI, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.
  • p211. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.
  • p212. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.
  • p213. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ‘SEVERE’ EXPOSURE CONDITION.
  • p214. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.
  • p215. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³
  • p216. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.
  • p217. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.
  • p218. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-
  • p21. ALL DIMENSIONS ARE IN M

Every crop it was read in — the drawing beside what the model took off it

Page 1

crop

p01_r02

page 1 · bridge_deck_and_foundation_layout_p01_r02
Original
p01_r02
{
  "view": "Plan",
  "objects": [
    {
      "name": "Bridge deck",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 2,
      "note": "Shown as right-side and left-side bridge deck half plans."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": 4,
      "note": "Labeled APPROACH SLAB at the deck ends."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "RCC",
      "count": null,
      "note": "Shown along deck edges and median-side edges; labeled RCC CRASH BARRIER."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear",
      "material": "",
      "count": null,
      "note": "Only centreline locations are identified as C/L OF EXP. JOINT."
    },
    {
      "name": "Pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 208,
      "note": "Circular pile symbols are shown in the foundation-level half plan; the right side of this view is cropped."
    },
    {
      "name": "Foundation pile cap / strip cap",
      "tag": "",
      "shape": "skewed rectangular",
      "material": "",
      "count": null,
      "note": "Long skewed foundation strips containing circular pile symbols are shown in the foundation-level half plan."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": null,
      "note": "Partial element at upper-right edge, labeled only partially as INDEPENDENT RETAI..."
    }
  ],
  "measurements": [
    {
      "label": "Right-of-way width",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Right-of-way width",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (right side)"
    },
    {
      "label": "Median width",
      "value": "2900",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Footpath offset",
      "value": "100",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Edge dimension",
      "value": "450",
      "unit": "",
      "appliesTo": "Bridge (left side)"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Expansion-joint-to-pier dimension",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "End dimension",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Crash-barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "Approach slab length",
      "value": "3500",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "Skew angle",
      "value": "30",
      "unit": "",
      "appliesTo": "Deck plan"
    },
    {
      "label": "Deck transverse segment",
      "value": "3500",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Bridge deck"
    },
    {
      "label": "Median-side offset",
      "value": "1275",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "Foundation transverse spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation width",
      "value": "16550",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Foundation edge offset",
      "value": "775",
      "unit": "",
      "appliesTo": "Foundation-level plan"
    },
    {
      "label": "Scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "Half plan views"
    }
  ],
  "notes": [],
  "labels": [
    "TO DEWAS",
    "TO PIKARADIYA",
    "TO KHANDWA",
    "A1",
    "P1",
    "C/L OF EXP. JOINT",
    "C/L OF MEDIAN",
    "BRIDGE (RIGHT SIDE)",
    "BRIDGE (LEFT SIDE)",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "MEDIAN PCC",
    "INDEPENDENT RETAI...",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)"
  ],
  "description": "This crop shows a plan drawing divided into a half plan showing deck level on the left and a half plan showing foundation level on the right. It documents two skewed bridge decks, their approach slabs, crash barriers, expansion-joint centreline references, roadway and median dimensions, and a partial pile-supported foundation layout."
}

p01_r02Plan

  • Expansion jointlinearOnly centreline locations are identified as C/L OF EXP. JOINT.

80000 Right-of-way width40000 Right-of-way width16550 Bridge width13500 Carriageway width1500 Footpath100 Footpath offset450 Edge dimension2900 Median width+21 more

crop

p01_r02 half plan showing deck level half plan showing foundation level

page 1 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p01_r02_half_plan_showing_deck_level_half_plan_showing_foundation_level
Original
p01_r02 half plan showing deck level half plan showing foundation level
{
  "view": "Plan",
  "objects": [
    {
      "name": "bridge deck",
      "tag": "",
      "shape": "rectangular, skewed ends",
      "material": "",
      "count": 2,
      "note": "Two parallel deck/carriageway plan areas are visible, identified as right-side and left-side bridge."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear",
      "material": "reinforced concrete",
      "count": 4,
      "note": "Shown along the outer deck edges and at the median edges."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "tapered/skewed rectangular",
      "material": "",
      "count": 2,
      "note": "One approach slab is shown at each left-hand end of the two deck areas."
    },
    {
      "name": "expansion joint",
      "tag": "A1",
      "shape": "linear",
      "material": "",
      "count": 2,
      "note": "Marked “C OF EXP. JOINT” at the two outer ends."
    },
    {
      "name": "support location",
      "tag": "P1",
      "shape": "circular tag",
      "material": "",
      "count": 1,
      "note": "A single P1 location tag is shown between the two 40000 spans."
    },
    {
      "name": "foundation piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 32,
      "note": "Circular pile symbols are visible in the partial foundation-level half plan at right; arranged as two visible 4 by 4 groups."
    }
  ],
  "measurements": [
    {
      "label": "right-of-way",
      "value": "80000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-of-way",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "right-of-way",
      "value": "40000",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "footpath width",
      "value": "500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "450",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "100",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "median dimension",
      "value": "2900",
      "unit": "",
      "appliesTo": "median"
    },
    {
      "label": "bridge width",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "carriageway width",
      "value": "13500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "footpath width",
      "value": "500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "450",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "edge dimensions",
      "value": "100",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "span length",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "A1 to P1"
    },
    {
      "label": "span length",
      "value": "40000(SQ) 46189(SK)",
      "unit": "",
      "appliesTo": "P1 to A1"
    },
    {
      "label": "overall intermediate length",
      "value": "37761(SQ) 43603(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "end offset",
      "value": "1070(SQ)",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "end offset",
      "value": "1236(SK)",
      "unit": "",
      "appliesTo": "left end"
    },
    {
      "label": "end offset",
      "value": "1170(SQ)",
      "unit": "",
      "appliesTo": "P1 end"
    },
    {
      "label": "end offset",
      "value": "1350(SK)",
      "unit": "",
      "appliesTo": "P1 end"
    },
    {
      "label": "RCC crash barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "RCC crash barrier spacing",
      "value": "5000",
      "unit": "",
      "appliesTo": "RCC crash barrier"
    },
    {
      "label": "approach slab dimension",
      "value": "3500",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "skew angle",
      "value": "30°",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck transverse dimensions",
      "value": "3500",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck overall transverse dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "right-side bridge"
    },
    {
      "label": "deck transverse dimensions",
      "value": "3500",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "deck overall transverse dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "left-side bridge"
    },
    {
      "label": "deck edge offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "deck plan"
    },
    {
      "label": "foundation plan offset",
      "value": "775",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    },
    {
      "label": "foundation pile spacing",
      "value": "3750",
      "unit": "",
      "appliesTo": "foundation piles"
    },
    {
      "label": "foundation overall dimension",
      "value": "16550",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    },
    {
      "label": "foundation plan offset",
      "value": "1275",
      "unit": "",
      "appliesTo": "foundation-level half plan"
    }
  ],
  "notes": [],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "TO PIKARADIYA",
    "C OF EXP. JOINT",
    "C OF MEDIAN",
    "APPROACH SLAB",
    "RCC CRASH BARRIER",
    "HALF PLAN SHOWING DECK LEVEL",
    "HALF PLAN SHOWING FOUNDATION LEVEL",
    "(SCALE 1:300)",
    "INDEPENDENT RET...",
    "MEDIAN PC..."
  ],
  "description": "This crop is a bridge general-arrangement plan combining a half plan at deck level and a partial half plan at foundation level. It shows two separated bridge carriageway decks with crash barriers, approach slabs, expansion-joint locations, skew geometry, and circular foundation pile layouts at the right side of the sheet."
}

p01_r02 half plan showing deck level half plan showing foundation levelPlan

  • expansion jointA1×2linearMarked “C OF EXP. JOINT” at the two outer ends.

80000 right-of-way40000 right-of-way40000 right-of-way16550 bridge width13500 carriageway width500 footpath width450 edge dimensions100 edge dimensions+26 more

Page 2

crop

p02_r05

page 2 · abutment_and_retaining_wall_p02_r05
Original
p02_r05
{
  "view": "Section",
  "objects": [
    {
      "name": "Abutment",
      "tag": "A2",
      "shape": "rectangular stem and footing",
      "material": "",
      "count": 1,
      "note": "Shown supporting the bridge end at the expansion joint."
    },
    {
      "name": "Bridge deck slab",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "Bridge girder",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Only a partial girder/end portion is visible at left."
    },
    {
      "name": "Expansion joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 1,
      "note": "At bridge centreline/end of deck."
    },
    {
      "name": "Bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "PTFE",
      "count": 1,
      "note": "Called out as POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "Seismic stopper",
      "tag": "",
      "shape": "rectangular",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "Pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Dashed outline beneath the abutment."
    },
    {
      "name": "Bored cast-in-situ pile",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile positions are shown below the pile cap."
    },
    {
      "name": "Independent retaining wall",
      "tag": "",
      "shape": "vertical rectangular wall",
      "material": "",
      "count": 1,
      "note": "Located to the right of the abutment."
    },
    {
      "name": "Stone pitching",
      "tag": "",
      "shape": "irregular pitched surface",
      "material": "stone",
      "count": 1,
      "note": "Shown at the retaining-wall side."
    },
    {
      "name": "Filter media",
      "tag": "",
      "shape": "irregular zone",
      "material": "",
      "count": 1,
      "note": "Behind/below the stone pitching."
    },
    {
      "name": "Embankment",
      "tag": "",
      "shape": "sloping",
      "material": "",
      "count": 1,
      "note": "Slope marked 1 vertical to 2 horizontal."
    }
  ],
  "measurements": [
    {
      "label": "offset to C OF BRG.",
      "value": "1070 (SQ.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "offset to C OF BRG.",
      "value": "1236 (SK.)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "EXP.GAP",
      "value": "92(SK)",
      "unit": "",
      "appliesTo": "Expansion joint"
    },
    {
      "label": "deck/slab vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "Bridge girder"
    },
    {
      "label": "horizontal dimension",
      "value": "3500(SQ)",
      "unit": "",
      "appliesTo": "Bridge deck slab"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "Abutment"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile spacing/end offset",
      "value": "750",
      "unit": "",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "Pile cap"
    },
    {
      "label": "embankment slope",
      "value": "1:2",
      "unit": "",
      "appliesTo": "Embankment"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "Filter media"
    },
    {
      "label": "pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "Bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through abutment A2 at the bridge expansion-joint end. It documents the deck end, bearing and RCC seismic stopper, abutment and piled foundation, together with the adjacent sloping embankment and independent retaining wall treatment."
}

p02_r05Section

  • Expansion joint×1linear jointAt bridge centreline/end of deck.

1070 (SQ.) offset to C OF BRG.1236 (SK.) offset to C OF BRG.80(SQ.) EXP.GAP92(SK) EXP.GAP230 deck/slab vertical dimension2650 vertical dimension1500 horizontal dimension2850 horizontal dimension+12 more

crop

p02_r03

page 2 · general_notes_p02_r03
Original
p02_r03
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "R.C.C. cast in situ deck slab",
      "tag": "",
      "shape": "slab",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. end cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "R.C.C. intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "reinforced concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M50."
    },
    {
      "name": "crash barrier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M40."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M30."
    },
    {
      "name": "levelling course",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M15."
    },
    {
      "name": "dirt wall & slab",
      "tag": "",
      "shape": "slab",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "abutment & pier",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M45."
    },
    {
      "name": "pile foundation",
      "tag": "",
      "shape": "",
      "material": "concrete",
      "count": null,
      "note": "Concrete grade specified as M35."
    },
    {
      "name": "reinforcing steel",
      "tag": "",
      "shape": "bar",
      "material": "high yield strength deformed (TMT) steel",
      "count": null,
      "note": "Grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per MORTH specification."
    },
    {
      "name": "bituminous concrete",
      "tag": "",
      "shape": "layer",
      "material": "bituminous concrete",
      "count": null,
      "note": "Laid in single layer."
    },
    {
      "name": "drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab."
    },
    {
      "name": "selected earth fill",
      "tag": "",
      "shape": "",
      "material": "earth fill",
      "count": null,
      "note": "Used for backfilling behind RE wall."
    },
    {
      "name": "bearing",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Bearing height may be adjusted in pedestal."
    },
    {
      "name": "piercap",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Top level fixed considering bearing and pedestal depth."
    },
    {
      "name": "working pile",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Tentative working load is subject to change as per detailed design."
    }
  ],
  "measurements": [
    {
      "label": "Concrete grade, PSC PRECAST GIRDER",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "Concrete grade, R.C.C. CAST IN SITU DECK SLAB",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. cast in situ deck slab"
    },
    {
      "label": "Concrete grade, R.C.C. END CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. end cross girder"
    },
    {
      "label": "Concrete grade, R.C.C. INTERMEDIATE CROSS GIRDER",
      "value": "M45",
      "unit": "",
      "appliesTo": "R.C.C. intermediate cross girder"
    },
    {
      "label": "Concrete grade, BEARING PEDESTAL",
      "value": "M50",
      "unit": "",
      "appliesTo": "bearing pedestal"
    },
    {
      "label": "Concrete grade, CRASH BARRIER",
      "value": "M40",
      "unit": "",
      "appliesTo": "crash barrier"
    },
    {
      "label": "Concrete grade, APPROACH SLAB",
      "value": "M30",
      "unit": "",
      "appliesTo": "approach slab"
    },
    {
      "label": "Concrete grade, LEVELLING COURSE",
      "value": "M15",
      "unit": "",
      "appliesTo": "levelling course"
    },
    {
      "label": "Concrete grade, DIRT WALL & SLAB",
      "value": "M35",
      "unit": "",
      "appliesTo": "dirt wall & slab"
    },
    {
      "label": "Concrete grade, ABUTMENT & PIER",
      "value": "M45",
      "unit": "",
      "appliesTo": "abutment & pier"
    },
    {
      "label": "Concrete grade, PILE FOUNDATION",
      "value": "M35",
      "unit": "",
      "appliesTo": "pile foundation"
    },
    {
      "label": "Clear cover, FOUNDATION",
      "value": "75",
      "unit": "mm",
      "appliesTo": "foundation"
    },
    {
      "label": "Clear cover, ABUTMENT & ABUTMENT CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "abutment & abutment cap"
    },
    {
      "label": "Clear cover, PIER & PIER CAP",
      "value": "45",
      "unit": "mm",
      "appliesTo": "pier & pier cap"
    },
    {
      "label": "Clear cover, SUPERSTRUCTURE",
      "value": "45",
      "unit": "mm",
      "appliesTo": "superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50",
      "unit": "MM",
      "appliesTo": "bituminous concrete"
    },
    {
      "label": "Earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill friction angle",
      "value": "ø>32°",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "selected earth fill"
    },
    {
      "label": "Bearing and pedestal depth",
      "value": "400",
      "unit": "mm",
      "appliesTo": "piercap"
    },
    {
      "label": "Bearing height threshold",
      "value": "200",
      "unit": "mm",
      "appliesTo": "bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200",
      "unit": "mm",
      "appliesTo": "pedestal"
    },
    {
      "label": "Maximum vertical working pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "working pile"
    },
    {
      "label": "Lateral working pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "working pile"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:-",
    "PSC PRECAST GIRDER -----------M50",
    "R.C.C. CAST IN SITU DECK SLAB ----M45",
    "R.C.C. END CROSS GIRDER ----- --M45",
    "R.C.C. INTERMEDIATE CROSS GIRDER --M45",
    "BEARING PEDESTAL --------------M50",
    "CRASH BARRIER ----------------M40",
    "APPROACH SLAB ----------------M30",
    "LEVELLING COURSE -------------M15",
    "DIRT WALL & SLAB -------------M35",
    "ABUTMENT & PIER --------------M45",
    "PILE FOUNDATION --------------M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE......................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYPE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRI, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ‘SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, ø>32°,γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:-"
  ],
  "labels": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general structural bridge notes block, including concrete grades, reinforcement cover requirements, material requirements, design criteria, and construction references. It also includes a small table of tentative working pile loads; no plan, elevation, or physical arrangement of the bridge is shown."
}

p02_r03Notes

  • strip seal type expansion jointTo be provided as per MORTH specification.

M50 Concrete grade, PSC PRECAST GIRDERM45 Concrete grade, R.C.C. CAST IN SITU DECK SLABM45 Concrete grade, R.C.C. END CROSS GIRDERM45 Concrete grade, R.C.C. INTERMEDIATE CROSS GIRDERM50 Concrete grade, BEARING PEDESTALM40 Concrete grade, CRASH BARRIERM30 Concrete grade, APPROACH SLABM15 Concrete grade, LEVELLING COURSE+17 more

crop

p02_r01 elevation of bridge superstructure

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r01_elevation_of_bridge_superstructure
Original
p02_r01 elevation of bridge superstructure
{
  "view": "Elevation",
  "objects": [
    {
      "name": "wall type abutment",
      "tag": "A1",
      "shape": "rectangular with sloping wingwall/return wall",
      "material": "",
      "count": 1,
      "note": "Left abutment."
    },
    {
      "name": "wall type abutment",
      "tag": "A2",
      "shape": "rectangular with sloping wingwall/return wall",
      "material": "",
      "count": 1,
      "note": "Right abutment."
    },
    {
      "name": "RCC column pier",
      "tag": "P1",
      "shape": "rectangular column",
      "material": "reinforced concrete",
      "count": 1,
      "note": "Marked RCC COLUMN PIER (TYP.)."
    },
    {
      "name": "precast PSC girder",
      "tag": "",
      "shape": "girder",
      "material": "precast prestressed concrete",
      "count": null,
      "note": "Marked PRECAST PSC GIRDER (TYP.)."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 4,
      "note": "Marked POT-PTFE BEARING (TYP.)."
    },
    {
      "name": "RCC crash barrier",
      "tag": "",
      "shape": "linear barrier",
      "material": "reinforced concrete",
      "count": 2,
      "note": ""
    },
    {
      "name": "deck continuity",
      "tag": "",
      "shape": "linear deck connection",
      "material": "",
      "count": 1,
      "note": ""
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "linear joint",
      "material": "",
      "count": 2,
      "note": "Located at the two abutment ends."
    },
    {
      "name": "approach slab",
      "tag": "",
      "shape": "sloping slab",
      "material": "",
      "count": 2,
      "note": "Marked 300 THK. APPROACH SLAB."
    },
    {
      "name": "PCC levelling course",
      "tag": "",
      "shape": "horizontal layer",
      "material": "plain cement concrete",
      "count": 2,
      "note": "Marked 150 THK. PCC LEVELLING COURSE."
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "sloping wall",
      "material": "",
      "count": 2,
      "note": ""
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping surface protection",
      "material": "stone",
      "count": 2,
      "note": "Associated with 600 THK. FILTER MEDIA."
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "layer",
      "material": "",
      "count": 2,
      "note": "Marked 600 THK. FILTER MEDIA."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 3,
      "note": "Two abutment pile caps and one pier pile cap are visible."
    },
    {
      "name": "RCC cast in situ pile",
      "tag": "",
      "shape": "circular",
      "material": "reinforced concrete",
      "count": 10,
      "note": "Marked 1200ø RCC CAST IN SITU PILE (TYP.)."
    }
  ],
  "measurements": [
    {
      "label": "span dimension",
      "value": "40000(SQ) 46188(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "span dimension",
      "value": "46000(SK) 46188(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "bridge dimension",
      "value": "37761(SQ) 43602(SK)",
      "unit": "",
      "appliesTo": ""
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "EXP.GAP",
      "value": "80(SQ.) 92(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "dimension",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "dimension",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "dimension",
      "value": "1170(SQ) 1350(SK)",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "dimension",
      "value": "1070(SQ) 1236(SK)",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "approach slab thickness",
      "value": "300",
      "unit": "THK.",
      "appliesTo": "approach slab"
    },
    {
      "label": "PCC levelling course thickness",
      "value": "150",
      "unit": "THK.",
      "appliesTo": "PCC levelling course"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "HFL",
      "value": "1200",
      "unit": "mm",
      "appliesTo": ""
    },
    {
      "label": "LWL",
      "value": "506.000",
      "unit": "m",
      "appliesTo": ""
    },
    {
      "label": "pile diameter",
      "value": "1200ø",
      "unit": "",
      "appliesTo": "RCC cast in situ pile"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap overall dimension",
      "value": "12300",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap overall dimension",
      "value": "5100",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile cap overall dimension",
      "value": "12300",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "pile cap end dimension",
      "value": "750",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "chainage LHS",
      "value": "64+360.197",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "chainage RHS",
      "value": "64+371.487",
      "unit": "",
      "appliesTo": "A1"
    },
    {
      "label": "FRL main carriageway LHS",
      "value": "518.281",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "FRL main carriageway RHS",
      "value": "518.465",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "ground level main carriageway LHS",
      "value": "509.560",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "ground level main carriageway RHS",
      "value": "509.155",
      "unit": "m",
      "appliesTo": "A1"
    },
    {
      "label": "chainage",
      "value": "64+406.385",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "chainage",
      "value": "64+417.675",
      "unit": "",
      "appliesTo": "P1"
    },
    {
      "label": "FRL main carriageway",
      "value": "519.033",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "FRL main carriageway",
      "value": "519.217",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "ground level main carriageway",
      "value": "503.816",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "ground level main carriageway",
      "value": "503.883",
      "unit": "m",
      "appliesTo": "P1"
    },
    {
      "label": "chainage LHS",
      "value": "64+452.573",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "chainage RHS",
      "value": "64+463.814",
      "unit": "",
      "appliesTo": "A2"
    },
    {
      "label": "FRL main carriageway LHS",
      "value": "519.785",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "FRL main carriageway RHS",
      "value": "519.968",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "ground level main carriageway LHS",
      "value": "511.891",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "ground level main carriageway RHS",
      "value": "512.668",
      "unit": "m",
      "appliesTo": "A2"
    },
    {
      "label": "drawing scale",
      "value": "1:300",
      "unit": "",
      "appliesTo": "ELEVATION"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN M",
    "OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE RE",
    "ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DES",
    "CLASS 70R + TWO LANE O",
    "70R OR SV LOADING WHICH",
    "5. GRADE OF CONCRETE FOR",
    "FOLLOWS:-",
    "• PSC PRECAST GIRDER",
    "• R.C.C. CAST IN SITU DE",
    "• R.C.C. END CROSS GIRDER",
    "• R.C.C. INTERMEDIATE C",
    "• REINFORCEMENT"
  ],
  "labels": [
    "TO DEWAS",
    "TO KHANDWA",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "FR",
    "ELEVATION",
    "(SCALE 1:300)",
    "CHAINAGE IN (km.)",
    "LHS",
    "RHS",
    "FRL. (m) MAIN CARRIAGEWAY",
    "GROUND LEVEL (m) MAIN CARRIAGEWAY",
    "NOTES:"
  ],
  "description": "This crop shows an elevation of a two-span bridge between abutments A1 and A2, with central RCC column pier P1. It documents the superstructure, bearings, approach slabs, abutment and retaining-wall protection, pile foundations, water levels, and chainage/elevation data."
}

p02_r01 elevation of bridge superstructureElevation

  • expansion joint×2linear jointLocated at the two abutment ends.

40000(SQ) 46188(SK) span dimension46000(SK) 46188(SK) span dimension37761(SQ) 43602(SK) bridge dimension37761(SQ) 43602(SK) bridge dimension80(SQ.) 92(SK) EXP.GAP80(SQ.) 92(SK) EXP.GAP1070(SQ) 1236(SK) dimension1170(SQ) 1350(SK) dimension+43 more

crop

p02_r03 notes of general notes

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r03_notes_of_general_notes
Original
p02_r03 notes of general notes
{
  "view": "Notes",
  "objects": [
    {
      "name": "PSC precast girder",
      "tag": "",
      "shape": "",
      "material": "precast concrete",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Deck slab",
      "tag": "",
      "shape": "",
      "material": "R.C.C. cast in situ",
      "count": null,
      "note": "Concrete grade noted as M45; drainage spout is to be provided in deck slab."
    },
    {
      "name": "End cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Intermediate cross girder",
      "tag": "",
      "shape": "",
      "material": "R.C.C.",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Bearing pedestal",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M50."
    },
    {
      "name": "Crash barrier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M40."
    },
    {
      "name": "Approach slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M30."
    },
    {
      "name": "Levelling course",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M15."
    },
    {
      "name": "Dirt wall and slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35."
    },
    {
      "name": "Abutment",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45; backfilling behind abutment is noted."
    },
    {
      "name": "Pier",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M45."
    },
    {
      "name": "Pile foundation",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Concrete grade noted as M35; tentative working pile loads are tabulated."
    },
    {
      "name": "Reinforcing steel",
      "tag": "",
      "shape": "deformed bars",
      "material": "high yield strength steel",
      "count": null,
      "note": "Grade-Fe 550D, conforming to IS: 1786."
    },
    {
      "name": "Strip seal type expansion joint",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided as per M O R T H specification."
    },
    {
      "name": "Bituminous concrete",
      "tag": "",
      "shape": "single layer",
      "material": "bituminous concrete",
      "count": null,
      "note": "Laid 50MM thick."
    },
    {
      "name": "Drainage spout",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "To be provided in deck slab as per M O R T H specification."
    },
    {
      "name": "Back filling material",
      "tag": "",
      "shape": "",
      "material": "selected earth fill",
      "count": null,
      "note": "Behind abutment / RE wall."
    },
    {
      "name": "RE wall",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Referenced in selected earth fill note."
    },
    {
      "name": "Gap slab",
      "tag": "",
      "shape": "",
      "material": "",
      "count": null,
      "note": "Dimension and reinforcement details refer miscellaneous drawing."
    }
  ],
  "measurements": [
    {
      "label": "PSC PRECAST GIRDER concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "PSC precast girder"
    },
    {
      "label": "R.C.C. CAST IN SITU DECK SLAB concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Deck slab"
    },
    {
      "label": "R.C.C. END CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "End cross girder"
    },
    {
      "label": "R.C.C. INTERMEDIATE CROSS GIRDER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Intermediate cross girder"
    },
    {
      "label": "BEARING PEDESTAL concrete grade",
      "value": "M50",
      "unit": "",
      "appliesTo": "Bearing pedestal"
    },
    {
      "label": "CRASH BARRIER concrete grade",
      "value": "M40",
      "unit": "",
      "appliesTo": "Crash barrier"
    },
    {
      "label": "APPROACH SLAB concrete grade",
      "value": "M30",
      "unit": "",
      "appliesTo": "Approach slab"
    },
    {
      "label": "LEVELLING COURSE concrete grade",
      "value": "M15",
      "unit": "",
      "appliesTo": "Levelling course"
    },
    {
      "label": "DIRT WALL & SLAB concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Dirt wall and slab"
    },
    {
      "label": "ABUTMENT & PIER concrete grade",
      "value": "M45",
      "unit": "",
      "appliesTo": "Abutment and pier"
    },
    {
      "label": "PILE FOUNDATION concrete grade",
      "value": "M35",
      "unit": "",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Clear cover to foundation reinforcement",
      "value": "75",
      "unit": "mm",
      "appliesTo": "Foundation"
    },
    {
      "label": "Clear cover to abutment & abutment cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Abutment & abutment cap"
    },
    {
      "label": "Clear cover to pier & pier cap reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Pier & pier cap"
    },
    {
      "label": "Clear cover to superstructure reinforcement",
      "value": "45",
      "unit": "mm",
      "appliesTo": "Superstructure"
    },
    {
      "label": "Reinforcing steel grade",
      "value": "Fe 550D",
      "unit": "",
      "appliesTo": "Reinforcing steel"
    },
    {
      "label": "Bituminous concrete thickness",
      "value": "50MM",
      "unit": "",
      "appliesTo": "Bituminous concrete"
    },
    {
      "label": "Seismic zone",
      "value": "III",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Wind zone",
      "value": "IV",
      "unit": "",
      "appliesTo": "Structure"
    },
    {
      "label": "Selected earth fill cohesion",
      "value": "C=0",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill friction angle",
      "value": "Ø>32°",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Selected earth fill unit weight",
      "value": "γ=2T/m³",
      "unit": "",
      "appliesTo": "Selected earth fill"
    },
    {
      "label": "Bearing depth considered for piercap top level",
      "value": "400mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Bearing height threshold",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Bearing"
    },
    {
      "label": "Pedestal adjustment height",
      "value": "200mm",
      "unit": "",
      "appliesTo": "Pedestal"
    },
    {
      "label": "Maximum vertical pile load",
      "value": "300",
      "unit": "T",
      "appliesTo": "Pile foundation"
    },
    {
      "label": "Lateral pile load",
      "value": "50",
      "unit": "T",
      "appliesTo": "Pile foundation"
    }
  ],
  "notes": [
    "1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED.",
    "2. DIMENSIONS ARE NOT TO BE SCALED. ONLY WRITTEN DIMENSIONS SHALL BE FOLLOWED.",
    "3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH RESPECTIVE HIGHWAY ALIGNMENT DRAWINGS.",
    "4. THE BRIDGE HAS BEEN DESIGNED FOR FOUR LANE OF CLASS A, ONE LANE CLASS 70R + TWO LANE OF CLASS A, ONE LANE OF 70R + ONE LANE OF 70R OR SV LOADING WHICHEVER GOVERNS, IS CONSIDERED AS LIVE LOAD.",
    "5. GRADE OF CONCRETE FOR VARIOUS STRUCTURAL COMPONENTS SHALL BE AS FOLLOWS:—",
    "• PSC PRECAST GIRDER ————————M50",
    "• R.C.C. CAST IN SITU DECK SLAB ————M45",
    "• R.C.C. END CROSS GIRDER ————M45",
    "• R.C.C. INTERMEDIATE CROSS GIRDER —M45",
    "• BEARING PEDESTAL —————————M50",
    "• CRASH BARRIER ——————————M40",
    "• APPROACH SLAB ——————————M30",
    "• LEVELLING COURSE —————————M15",
    "• DIRT WALL & SLAB —————————M35",
    "• ABUTMENT & PIER —————————M45",
    "• PILE FOUNDATION —————————M35",
    "6. CLEAR COVER TO ANY REINFORCEMENTS SHALL BE AS FOLLOWS:",
    "FOUNDATION........................................75mm",
    "SUBSTRUCTURE     ABUTMENT & ABUTMENT CAP......45mm",
    "PIER & PIER CAP........................45mm",
    "SUPERSTRUCTURE....................................45mm",
    "7. ALL REINFORCING STEEL SHOULD BE HIGH YIELD STRENGTH DEFORMED (TMT) BARS OF GRADE-Fe 550D, CONFORMING TO IS: 1786.",
    "8. STRIP SEAL TYE OF EXPANSION JOINT SHALL BE PROVIDED AS PER M O R T H SPECIFICATION.",
    "9. BITUMINOUS CONCRETE 50MM THICK LAID IN SINGLE LAYER.",
    "10. FRL, CAMBER / SUPER ELEVATION & LAYOUT SHALL BE FOLLOWED AS PER LATEST PLAN & PROFILE DRAWING.",
    "11. DRAINAGE SPOUT SHALL BE PROVIDED IN DECK SLAB AS PER M O R T H SPECIFICATION.",
    "12. BACK FILLING MATERIAL BEHIND ABUTMENT SHALL BE WELL COMPACTED AS PER APPENDIX 6 OF IRC 78:2014 & M O R T H SPECIFICATION BEFORE RESTING THE SUPERSTRUCTURE.",
    "13. THE STRUCTURE IS LOCATED IN SEISMIC ZONE III AND WIND ZONE IV & ’SEVERE’ EXPOSURE CONDITION.",
    "14. DIMENSION OF STRUCTURES ARE TENTATIVE AND WILL BE FINALIZED AFTER DETAIL DESIGN.",
    "15. THE SELECTED EARTH FILL USED FOR BACKFILLING BEHIND RE WALL SHALL HAVE THE FOLLOWING PROPERTIES. C=0, Ø>32°,γ=2T/m³",
    "16. THE PIERCAP TOP LEVEL HAS BEEN FIXED CONSIDERING 400mm DEPTH OF BRG. & PEDESTAL. IN CASE THE BEARING HEIGHT IS LESS THAN THAT OF 200mm THEN THE HEIGHT OF THE BEARING SHALL BE ADJUSTED IN 200mm PEDESTAL.",
    "17. FOR DIMENSION & REINFORCEMENT DETAILS OF APPROACH SLAB, GAP SLAB, CRASH BARRIER & DRAINAGE SPOUTS REFER MISCELLANEOUS DRG.",
    "18. TENTATIVE WORKING PILE LOAD AND SUBJECTED TO CHANGE AS PER DETAILED DESIGN:—"
  ],
  "labels": [
    "NOTES:",
    "MAX. VERTICAL LOAD",
    "LATERAL LOAD"
  ],
  "description": "This crop is a general bridge drawing notes block, including dimensional conventions, design loading, concrete grades, reinforcement cover requirements, and material/specification requirements. It also includes a small table of tentative working pile loads and notes referring to other highway alignment, plan/profile, and miscellaneous drawings."
}

p02_r03 notes of general notesNotes

  • Strip seal type expansion jointTo be provided as per M O R T H specification.

M50 PSC PRECAST GIRDER concrete gradeM45 R.C.C. CAST IN SITU DECK SLAB concrete gradeM45 R.C.C. END CROSS GIRDER concrete gradeM45 R.C.C. INTERMEDIATE CROSS GIRDER concrete gradeM50 BEARING PEDESTAL concrete gradeM40 CRASH BARRIER concrete gradeM30 APPROACH SLAB concrete gradeM15 LEVELLING COURSE concrete grade+19 more

crop

p02_r05 section a a

page 2 · structural_drawings_pkg_1_7a22288d85c64bc6bd8c641faee2f453_p02_r05_section_a_a
Original
p02_r05 section a a
{
  "view": "Section",
  "objects": [
    {
      "name": "bridge deck slab",
      "tag": "",
      "shape": "rectangular horizontal slab",
      "material": "",
      "count": 1,
      "note": "Partial deck section is shown."
    },
    {
      "name": "expansion joint",
      "tag": "",
      "shape": "narrow vertical joint",
      "material": "",
      "count": 1,
      "note": "Located at C OF EXP. JOINT."
    },
    {
      "name": "abutment",
      "tag": "",
      "shape": "reinforced concrete wall with seat",
      "material": "",
      "count": 1,
      "note": "Supported on a pile cap."
    },
    {
      "name": "wingwall",
      "tag": "",
      "shape": "sloping retaining wall",
      "material": "",
      "count": 1,
      "note": "Extends from the abutment toward the left."
    },
    {
      "name": "pile cap",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Shown below the abutment."
    },
    {
      "name": "bored cast-in-situ piles",
      "tag": "",
      "shape": "circular",
      "material": "",
      "count": 4,
      "note": "Pile locations are shown beneath the pile cap."
    },
    {
      "name": "POT-PTFE bearing",
      "tag": "",
      "shape": "rectangular",
      "material": "",
      "count": 1,
      "note": "Marked TYP."
    },
    {
      "name": "RCC seismic stopper",
      "tag": "",
      "shape": "rectangular block",
      "material": "RCC",
      "count": 1,
      "note": ""
    },
    {
      "name": "independent retaining wall",
      "tag": "",
      "shape": "vertical wall",
      "material": "",
      "count": 1,
      "note": "Partially shown at the right side of the section."
    },
    {
      "name": "stone pitching",
      "tag": "",
      "shape": "sloping layer",
      "material": "stone",
      "count": 1,
      "note": ""
    },
    {
      "name": "filter media",
      "tag": "",
      "shape": "tapered layer",
      "material": "",
      "count": 1,
      "note": "Shown adjacent to the independent retaining wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "1",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    },
    {
      "name": "reinforcement bar",
      "tag": "2",
      "shape": "bent bar",
      "material": "",
      "count": 1,
      "note": "Bar mark is shown within the sloping wall."
    }
  ],
  "measurements": [
    {
      "label": "dimension (SQ.)",
      "value": "1070",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "dimension (SK.)",
      "value": "1236",
      "unit": "",
      "appliesTo": "C OF BRG."
    },
    {
      "label": "EXP.GAP (SQ.)",
      "value": "80",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "EXP.GAP (SK)",
      "value": "92",
      "unit": "",
      "appliesTo": "expansion joint"
    },
    {
      "label": "dimension (SQ)",
      "value": "3500",
      "unit": "",
      "appliesTo": "deck/abutment section"
    },
    {
      "label": "vertical dimension",
      "value": "230",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "vertical dimension",
      "value": "2650",
      "unit": "",
      "appliesTo": "deck end"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "2850",
      "unit": "",
      "appliesTo": "left deck underside"
    },
    {
      "label": "horizontal dimension",
      "value": "1500",
      "unit": "",
      "appliesTo": "abutment/pile cap"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "pile spacing",
      "value": "3600",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "end spacing",
      "value": "750",
      "unit": "",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "overall pile cap length",
      "value": "12300",
      "unit": "",
      "appliesTo": "pile cap"
    },
    {
      "label": "filter media thickness",
      "value": "600",
      "unit": "THK.",
      "appliesTo": "filter media"
    },
    {
      "label": "bored cast-in-situ pile diameter",
      "value": "1200",
      "unit": "DIA",
      "appliesTo": "bored cast-in-situ piles"
    },
    {
      "label": "scale",
      "value": "1:150",
      "unit": "",
      "appliesTo": "SECTION A-A"
    }
  ],
  "notes": [
    "POT-PTFE BEARING (TYP.)",
    "RCC SEISMIC STOPPER",
    "STONE PITCHING",
    "INDEPENDENT RETAINING WALL",
    "600 THK. FILTER MEDIA",
    "1200 DIA BORED CAST-IN-SITU PILES"
  ],
  "labels": [
    "A2",
    "C OF EXP. JOINT",
    "C OF BRG.",
    "SECTION A-A",
    "(SCALE 1:150)"
  ],
  "description": "This crop shows SECTION A-A through a bridge end support, including the deck expansion-joint area, abutment seat, bearing, seismic stopper, and piled foundation. A sloping wingwall/retaining element, stone pitching, filter media, and a partial independent retaining wall are also shown."
}

p02_r05 section a aSection

  • expansion joint×1narrow vertical jointLocated at C OF EXP. JOINT.

1070 dimension (SQ.)1236 dimension (SK.)80 EXP.GAP (SQ.)92 EXP.GAP (SK)3500 dimension (SQ)230 vertical dimension2650 vertical dimension1500 horizontal dimension+11 more